WO2007068064A1 - Improved construction system, method and apparatus - Google Patents
Improved construction system, method and apparatus Download PDFInfo
- Publication number
- WO2007068064A1 WO2007068064A1 PCT/AU2006/001917 AU2006001917W WO2007068064A1 WO 2007068064 A1 WO2007068064 A1 WO 2007068064A1 AU 2006001917 W AU2006001917 W AU 2006001917W WO 2007068064 A1 WO2007068064 A1 WO 2007068064A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- lifting
- lifting rail
- construction
- rail
- elongate
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1891—Cut-marking templates for rafters; Templates used for assembling building frameworks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60P—VEHICLES ADAPTED FOR LOAD TRANSPORTATION OR TO TRANSPORT, TO CARRY, OR TO COMPRISE SPECIAL LOADS OR OBJECTS
- B60P1/00—Vehicles predominantly for transporting loads and modified to facilitate loading, consolidating the load, or unloading
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B62—LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
- B62D—MOTOR VEHICLES; TRAILERS
- B62D53/00—Tractor-trailer combinations; Road trains
- B62D53/04—Tractor-trailer combinations; Road trains comprising a vehicle carrying an essential part of the other vehicle's load by having supporting means for the front or rear part of the other vehicle
- B62D53/06—Semi-trailers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F3/00—Devices, e.g. jacks, adapted for uninterrupted lifting of loads
- B66F3/46—Combinations of several jacks with means for interrelating lifting or lowering movements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3522—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by raising a structure and then adding structural elements under it
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3522—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by raising a structure and then adding structural elements under it
- E04B1/3527—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by raising a structure and then adding structural elements under it the structure being a roof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/04—Containers for fluids or gases; Supports therefor mainly of metal
- E04H7/06—Containers for fluids or gases; Supports therefor mainly of metal with vertical axis
Definitions
- the present invention relates to an improved construction system, method and apparatus.
- the present invention relates to a lifting system and method and an apparatus forming part thereof applicable to lifting a range of building features, such as roofs and floors.
- other applications are envisaged.
- 04336331 , 10008071 and 10008072 all in the name of Sekisui House Ltd, disclose a construction method and system for building a house in which part of a roof and an external facing of a first or second floor are completed at ground level, for example, on a concrete foundation.
- a plurality of hydraulic cylinders situated on the foundation is coupled to a hydraulic pump and a control unit controls the synchronous lifting of the completed roof part and external facing to a predetermined height.
- Such a system and method enable the roof structure and external facings to be assembled at ground level, which is safer for workers and avoids the necessity of erecting scaffolding and edge protection.
- the assembled, elevated roof structure enables construction to continue beneath the roof, thus protecting both workers and building materials from the weather. Additionally, the aforementioned system and method are purported to reduce the completion time for the building.
- the aforementioned system Whilst the aforementioned system and method address some of the aforementioned efficiency and workplace health and safety issues in the construction industry, the aforementioned system employs complex hydraulic jacks and requires a number of workers to operate the system, particularly with the insertion of additional struts to extend the elevation reach of the jacks. The insertion of struts by workers during the elevation can also be dangerous. Also, the systems and methods employ I-beams as supports, which are heavy and require heavy duty lifting equipment to manoeuvre into position. Furthermore, the hydraulic jacks of these systems and methods are positioned inside the perimeter of the foundation thus requiring additional support around the perimeter. Therefore, additional equipment is required and use of the system requires a certain amount of space that may not be available on many sites.
- the invention resides in a construction system comprising: a plurality of lifting rams operatively coupled to a power source; a controller operatively coupled to the power source to control the lifting rams; and at least one elongate, telescopic lifting rail extending beneath a construction element, each lifting rail coupled to at least one lifting ram of the plurality of lifting rams to elevate the construction element to a prescribed height.
- the invention resides in a method of construction including the steps of: extending at least one elongate, telescopic lifting rail beneath a construction element or part thereof; coupling each lifting rail to at least one lifting ram of a plurality of lifting rams, each said lifting ram coupled to a power source; and elevating the construction element to a prescribed height by extending the plurality of lifting rams via a controller operatively coupled to the power source.
- the construction element may be a roof structure or a floor structure or part thereof or a combination thereof.
- the lifting rams may be hydraulic, pneumatic, electrical or mechanical lifting rams. Consequently, the power source may be a hydraulic pump, pneumatic pump or a generator.
- each elongate lifting rail comprises at least one mounting element for receiving and engaging part of the construction element.
- the system further comprises a detachable mounting bracket for coupling each elongate lifting rail to at least one lifting ram.
- each elongate lifting rail further comprises a tensioning device for pre-stressing the elongate lifting rail prior to receiving a load.
- the tensioning device comprises at least one cable or chain extending between two separated points along the length of the elongate lifting rail, such as opposing end regions of the elongate lifting rail and a tensioning member intermediate the two separated points for varying tension in the at least one cable or chain.
- the system may further comprise one or more scissor lifts beneath each elongate lifting rail to provide additional support and stability.
- FIG 1 is a schematic plan view illustrating a construction system according to an embodiment of the present invention
- FIG 2 is a side view of a lifting rail and a lifting ram for the system shown in FIG 1 ;
- FIG 3 is a side view of a tensioning device for the lifting rail of FIG 2;
- FIG 4 shows further details of the lifting rail of FIG 2;
- FIG 5 is an enlarged view of a mounting element of the lifting rail of FIG 2;
- FIG 6 is an end view of a mounting bracket and the lifting rail of FIG 2;
- FIG 7 is a plan view of a corner mounting element of the lifting rail of FIG
- FIG 8 is a plan view of a corner joining element of the lifting rail of FIG 2;
- FIG 9 is a plan view of a T-shaped joining element of the lifting rail of FIG
- FIG 10 is a side view of a scissor lift of the construction system of FIG 1 ;
- FIG 11 is an end view of the construction system of FIG 1 ;
- FIG 11A is an end view of the construction system of FIG 1 showing an end view of the scissor lift of FIG 10;
- FIG 12 shows a flowchart of a method of construction according to an embodiment of the present invention.
- FIG 1 shows a plan view of a construction element 14 in the form of a roof structure 16 for a building such as a house.
- Roof structure 16 comprises conventional roof members 18, such as trusses, purlins and the like and can be constructed at ground level.
- the construction system 10 comprises a plurality of hydraulic lifting rams 20 mounted on a foundation 22 of the building.
- the plurality of hydraulic lifting rams 20 are operatively coupled to a power source in the form of a hydraulic pump 24 by a conventional hydraulic flow circuit and a controller 26 is operatively coupled to the hydraulic pump 24 to control the hydraulic lifting rams 20.
- a controller 26 is operatively coupled to the hydraulic pump 24 to control the hydraulic lifting rams 20.
- FIG 1 Only one of the hydraulic lifting rams 20 is shown in FIG 1 as operatively coupled to the hydraulic pump 24, but it will be appreciated that each hydraulic lifting ram 20 is operatively coupled to the hydraulic pump 24.
- Each hydraulic lifting ram 20 can be coupled to a control valve manifold assembly (not shown) and have associated stroke sensors and check valves (both not shown) as would be familiar to one familiar with synchronised hydraulic lifting systems.
- the construction system 10 also comprises at least one elongate lifting rail 28 extending beneath the construction element 14 in the form of the roof structure 16 or part thereof.
- a plurality of lifting rails 28 are provided and each lifting rail 28 is coupled to at least one hydraulic lifting ram 20 of the plurality of hydraulic lifting rams.
- the hydraulic lifting rams 20 synchronously elevate the construction element 14 supported by the plurality of lifting rails 28 to a prescribed height.
- FIG 1 an example of suitable locations for the lifting rams 20 (SRS), the lifting rails 28 (TBR), scissor lifts (SLS) and tensioning devices as described later herein are shown for the building example in FIG 1.
- SRS lifting rams 20
- TBR lifting rails 28
- SLS scissor lifts
- tensioning devices as described later herein are shown for the building example in FIG 1.
- a hydraulic lifting ram 20 is secured to a foundation 22 by any suitable means known in the art, such as bolts 23 or other suitable fasteners.
- the ram 20 supports the elongate lifting rail 28 by means of a detachable mounting bracket 32 coupled between the elongate lifting rail 28 and the hydraulic lifting ram 20.
- the elongate lifting rail 28 is telescopic to enable the lifting rail to be extended or contracted as required to fit beneath and support the appropriate part of the construction element 14.
- Each elongate lifting rail 28 comprises at least one mounting element 30 for receiving and engaging part of the construction element.
- each elongate lifting rail 28 comprises a tensioning device 34 for pre-stressing the elongate lifting rail 28 prior to receiving a load.
- the tensioning device 34 is movable along the length of the lifting rail 28 and is secured in position by a locking element 35, such as a locking nut.
- the tensioning device 34 comprises at least one cable or chain 36 extending between two separated points along the length of the lifting rail 28.
- the two separated points can be opposing end regions of the elongate lifting rail or other points along the length of the rail 28.
- the tensioning device 34 is located intermediate the two separated points.
- the tensioning device 34 also comprises a tensioning member 38 for varying tension in the at least one cable or chain 36.
- Tensioning member 38 can be in the form of a threaded screw that can be rotated in one direction to increase the tension and can be rotated in the opposite direction to decrease the tension in the cable or chain 36.
- FIG 4 shows an elongate telescopic lifting rail 28 supported by a pair of hydraulic lifting rams 20 and tensioning member 38 located substantially centrally along the lifting rail 28 in between the two hydraulic lifting rams 20. Cables or chains 36 extend between the tensioning member 38 and the mounting brackets 32 and from the mounting brackets 32 to further tensioning members 38 (not shown). This enables different regions along the elongate lifting rail 28 to be pre-stressed according to the load to be applied to the particular region.
- FIG 4 also shows a plurality of mounting elements 30 spaced substantially evenly along the length of the elongate lifting rail 28.
- mounting elements 30 comprise hollow member 39 for slidably receiving lifting rail 28.
- Mounting elements 30 are slidable along the length of the elongate lifting rail 28 and can be secured in the desired position by one or more clamping elements in the form of tensioning screws 40, although other known clamping elements can be employed.
- Mounting elements 30 receive and engage at least part of the construction element 14, such as a roof truss or floor joist 18, and the relevant part of the construction element is secured to the mounting element 30 in yoke 42 by one or more tensioning screws 44.
- the strength of mounting elements 30 can be increased by webs 45. Therefore, mounting elements 30 aid with construction of the construction element 14 substantially at ground level by providing accurate location points for the roof trusses, floor joists 18 or the like.
- detachable mounting bracket 32 comprises a hollow member 46 stopped at one end for receiving an end of one of the hydraulic lifting rams 20 and a yoke 48 coupled to the hollow member 46 for receiving and engaging elongate lifting rail 28.
- hollow member 46 is of a cross-section that does not permit rotation of the mounting bracket 32 with respect to the ram 20, otherwise this could cause inaccuracies and instability. If the hollow member 46 is of a cross-section that permits rotation, such as a circular cross-section, a locking member of any suitable means known in the art is used to prevent rotation of the mounting bracket 32 with respect to the ram 20.
- Locking member 50 in the form of a locking screw secures the lifting rail 28 in the yoke 48.
- Mounting bracket 32 also comprises a web 52 having an aperture 54 to which cables or chains 36 for pre-stressing the lifting rail 28 are attached by any suitable means known in the art.
- FIG 6 also shows the telescopic nature of the lifting rails 28 according to this embodiment, wherein an inner rail 28A slides within lifting rail 28.
- FIG 7 shows a corner mounting element 56 for coupling between two substantially perpendicular lifting rails 28. Corner mounting element 56 comprises a hollow member 39 having two arms 57 abutting substantially at right angles to receive the lifting rails 28. Corner mounting element 56 also comprises a yoke 58 for receiving and engaging part of a construction element 14, such as a roof truss 18 or the like, which is secured in the yoke 58 by tensioning screws
- Corner mounting element 56 also comprises web 62 for strengthening the yoke 58 and locking members in the form of locking pins 64 for securing substantially perpendicular lifting rails 28 to the corner mounting element 56. Another web can also be provided on the opposite side.
- a corner joining element 66 is provided for joining the adjacent perpendicular ends of the lifting rails.
- Locking members such as locking pins or locking screws (not shown) are used to secure the adjacent perpendicular lifting rails 28 in place via apertures 71.
- an end of a lifting rail 28 meets substantially perpendicularly with an intermediate point of an adjacent lifting rail
- the end of one lifting rail is secured to the adjacent lifting rail with T-shaped joining element 68 using locking members, such as locking nuts 67 and a locking pin 69.
- the system 10 can further comprise one or more conventional scissor lifts 70 beneath each elongate lifting rail 28 to provide additional support and stability.
- Scissor lifts 70 comprise a base 72 abutting the foundation 22 and a table 74 abutting lifting rail 28.
- Base 72 and table 74 are substantially parallel and are pivotally coupled by hinged supports 76.
- the separation of the base 72 and table 74 is controlled by hydraulic rams 78 pivotally coupled between the base 72 and two of the supports 76A.
- hydraulic rams 78 are operatively coupled to hydraulic pump 24 such that elevation of the table 74 of the scissor lift 70 is synchronized with the extension of the rams 20 to the prescribed height.
- Blocks 80 can be employed to allow clearance for the mounting elements 30 between the table 74 and the lifting rail 28.
- FIG 11 shows a side view of the construction system 10 comprising one of the hydraulic lifting rams 20 coupled to the lifting rail 28 via mounting bracket 32 with the lifting ram in an elevated position.
- the lifting ram 20 supports roof truss 18 via mounting element 30.
- FIG 11 also shows a wall 82 that has been constructed after the construction element 18 in the form of a roof has been elevated to the prescribed height.
- FIG 11 A shows a side view of the construction system 10 similar to that in FIG 11. However, FIG 11 A shows an end view of the scissor lift 70 in situ in an extended position in which table 74 is providing additional support to lifting rail 28.
- a method 100 of construction includes step 110 of assembling a construction element 14 or part thereof.
- Step 120 includes extending a plurality of elongate lifting rails 28 beneath the construction element 14 or part thereof.
- the method includes coupling each lifting rail 28 to at least one hydraulic lifting ram 20 of a plurality of hydraulic lifting rams.
- the method includes elevating the construction element 14 or part thereof supported by the plurality of lifting rails 28 to a prescribed height using the plurality of hydraulic lifting rams 20.
- Embodiments of the present invention can also include ratchet straps or other tying devices to secure a structure that has been elevated by the lifting rams 20 to the ground or a foundation or other secure structure.
- ratchet straps or other tying devices can be used to secure the elevated roof structure and prevent damage, for example, due to high winds, until the remainder of the structure is built.
- the lifting system can be pneumatic, electrical or mechanical comprising pneumatic, electrical or mechanical lifting rams respectively. Consequently, the power source can be a pneumatic pump or a generator respectively. The assembly associated with such systems will vary accordingly.
- the present invention is not limited to the construction element 14 being in the form of roof structures and the present invention is also applicable to other construction elements or parts thereof, such as, but not limited to, conventional floors, such as timber or concrete floors, mezzanine floors, concrete slabs, scaffolding, other surfaces, house levelling and other such applications.
- the mounting elements 30 for receiving and engaging part of the construction element 14 will therefore receive and engage the appropriate part of the construction element 14.
- the construction element is a floor
- the mounting element can receive and engage a joist or frame of the floor.
- the construction element 14 can be in the form of scaffolding such that a scaffolding arrangement used on the outside of a building, for example, during construction or for cleaning purposes, can be raised and lowered as required by virtue of the lifting rams 20.
- the present invention is not limited by the number of mounting elements 30 provided on each lifting rail 28 nor by the number of lifting rails and/or scissor lifts 70 provided for lifting the construction element 14 or part thereof.
- Each application will have its own particular requirements for compliance with engineering and safety requirements.
- corner mounting element 56 can comprise hollow arms 57 at any suitable angle to receive lifting rails 28 according to an angle of adjacent construction elements 14 or parts thereof that require elevation.
- the construction method and system of the present invention thus provides a solution to the aforementioned problems of the prior art by virtue of the elongate lifting rails 28 and mounting elements 30, which aid with construction of the construction element 14 substantially at ground level by providing accurate location points for the roof trusses, floor joists or the like and help maintain the 'trueness' of the construction element 14.
- the mounting elements 30 are movable along the length of the lifting rails, hence being adaptable to any building plan.
- the hydraulic lifting rams 20 extend to a significant height such that the extension struts of the prior art are not required. Nevertheless, the rams 20 are portable and can easily be moved around a particular site or between sites and heavy lifting gear is therefore not required.
- the elongate lifting rails 28 can be pre-stressed by the tensioning device 38 to accommodate large loads and avoid buckling under the load.
- the telescopic nature of the lifting rails 28 enables them to be adjusted to each application, yet minimized in length to maintain the portability of the system 10.
- Temporary bracing of the construction element is not required because the lifting rails 28, mounting elements 30, 56, mounting brackets 32 and joining elements 66, 68 contribute to the structural integrity of the construction element.
- the system and method of the present invention is also likely to reduce the number of workers required to erect a building because of the additional support and integrity provided by the system and the ease of operation. Construction times are also reduced. For example, once the system is installed, elevation of the construction element 14 can be achieved in as little as 15 minutes. Furthermore, since the system can be located about the perimeter of the foundation and can be tailored to each site, the system and method of the present invention does not require extra or additional space to be accommodated.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Transportation (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2008544715A JP4966977B2 (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
CA2632884A CA2632884C (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
EP06828025A EP1960609A1 (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
US12/086,607 US8944737B2 (en) | 2005-12-16 | 2006-12-15 | Construction system, method and apparatus |
AU2006324306A AU2006324306B2 (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
NZ568832A NZ568832A (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
CN200680047314.0A CN101341303B (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
HK09106075.6A HK1126835A1 (en) | 2005-12-16 | 2009-07-06 | Improved construction system, method and apparatus |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2005907092A AU2005907092A0 (en) | 2005-12-16 | Improved construction system and method | |
AU2005907092 | 2005-12-16 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007068064A1 true WO2007068064A1 (en) | 2007-06-21 |
Family
ID=38162497
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU2006/001917 WO2007068064A1 (en) | 2005-12-16 | 2006-12-15 | Improved construction system, method and apparatus |
Country Status (9)
Country | Link |
---|---|
US (1) | US8944737B2 (en) |
EP (1) | EP1960609A1 (en) |
JP (1) | JP4966977B2 (en) |
CN (1) | CN101341303B (en) |
AU (1) | AU2006324306B2 (en) |
CA (1) | CA2632884C (en) |
HK (1) | HK1126835A1 (en) |
NZ (1) | NZ568832A (en) |
WO (1) | WO2007068064A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2216453A2 (en) | 2009-02-10 | 2010-08-11 | Patrik Johansson | Roof lifting device |
CN104006272A (en) * | 2014-06-12 | 2014-08-27 | 济南信通特种车有限公司 | Single-stand-column foldable LED lifting screen |
WO2015112745A1 (en) * | 2014-01-22 | 2015-07-30 | 2Ndstoryplus, Llc | Method and apparatus for raising a structure |
US9631379B2 (en) | 2013-10-16 | 2017-04-25 | Neil Joseph KOOT | Building construction method and lifting device |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008100955A1 (en) * | 2007-02-12 | 2008-08-21 | Price Larry J | Systems and methods for video surveillance |
US8544238B2 (en) | 2009-02-09 | 2013-10-01 | 3L-Innogenie Inc. | Construction system and method for multi-floor buildings |
CN102277980B (en) * | 2011-05-06 | 2013-01-02 | 河海大学 | Device for integrally jacking roof of single-layer industrial factory building and construction method thereof |
JP6417658B2 (en) * | 2013-12-10 | 2018-11-07 | 株式会社Ihi | Method for constructing dome-shaped roof and intermediate structure of dome-shaped roof |
TWI617502B (en) * | 2016-05-20 | 2018-03-11 | 明基三豐醫療器材股份有限公司 | Linear lifting device |
CN106638975B (en) * | 2016-12-29 | 2018-12-18 | 河北省建筑科学研究院 | Building jacking overturn-preventing construction method |
CN106812212B (en) * | 2017-02-16 | 2022-06-14 | 中国建筑第八工程局有限公司 | Rack unit rapid assembling support and rack unit assembling method |
CN108149828A (en) * | 2017-12-25 | 2018-06-12 | 北京江河幕墙系统工程有限公司 | Retractable roof lateral ventilation lighting structure |
CN108894803B (en) * | 2018-09-14 | 2024-04-05 | 中交第二公路工程局有限公司 | Tunnel primary support steel frame installation auxiliary equipment and construction method thereof |
CN112031168A (en) * | 2020-08-31 | 2020-12-04 | 中国核工业华兴建设有限公司 | High-altitude horizontal sectional orbital transfer sliding installation method for large-span steel truss |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2540543A1 (en) * | 1983-02-03 | 1984-08-10 | Lotti Jacques | Method and device for lifting roofs for masonry heightening |
JPH10110544A (en) * | 1996-10-03 | 1998-04-28 | Kawasaki Heavy Ind Ltd | Demolition method and apparatus for building structure |
JPH11200502A (en) * | 1998-01-19 | 1999-07-27 | Sekisui House Ltd | Construction of house |
US6027295A (en) * | 1997-03-26 | 2000-02-22 | Carl Geppert | Lifting system for manufactured and mobile homes |
WO2003062559A1 (en) * | 2001-12-14 | 2003-07-31 | Bjarne Lofthus | A pivotable substructure for an elevatory jig |
WO2004065712A1 (en) * | 2003-01-23 | 2004-08-05 | The Mattamy Corporation | House lifting and lowering device |
FR2871184A1 (en) * | 2004-06-04 | 2005-12-09 | Sylvestro Scarpa | Construction e.g. residence, and pile type foundation corner support assembly for use during flood period, has construction made up of wood, and pile type foundation corner supports, where each support maintains fixed part of rising unit |
Family Cites Families (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1719528A (en) * | 1926-05-06 | 1929-07-02 | Beckley | Support for concrete forms |
US2584015A (en) * | 1944-11-06 | 1952-01-29 | Kwikform Ltd | Adjustable fitting |
US2929519A (en) * | 1956-11-27 | 1960-03-22 | Northrop Corp | Elevating trailer |
US3115754A (en) * | 1959-01-23 | 1963-12-31 | Dowty Mining Equipment Ltd | Mining shield |
US3073573A (en) * | 1960-01-28 | 1963-01-15 | Haskins Roy | Tank erection mechanism |
US3427773A (en) * | 1966-06-06 | 1969-02-18 | Charles Kandall | Structure for increasing the loadcarrying capacity of a beam |
US3743120A (en) * | 1971-08-04 | 1973-07-03 | Gen Trailer Co Inc | Vehicle with self-contained load transfer system |
US3992836A (en) * | 1975-03-05 | 1976-11-23 | Pradip Kanti Mitra | Crane |
US4007568A (en) * | 1975-03-10 | 1977-02-15 | Soble Bernard D | Foundation for modular buildings |
US4067448A (en) * | 1975-05-19 | 1978-01-10 | Luke Bourgeois | Lift and supporting system |
US4058952A (en) * | 1976-09-13 | 1977-11-22 | Donnelly Frank R | Expansion of building structure |
GB2051919B (en) * | 1979-06-02 | 1983-01-19 | Gleeson M | Stiffened elongate support member |
US4601141A (en) * | 1984-06-14 | 1986-07-22 | Frank Donnelly | Building structure expansion apparatus |
US4710064A (en) * | 1985-04-15 | 1987-12-01 | Stafford Frank K | Movable roof support and bolter system |
US4697397A (en) * | 1985-08-10 | 1987-10-06 | Shimizu Construction Co. Ltd. | Trussed girder, roof framing using the trussed girder and method of constructing the roof framing of a building using the trussed girder |
JPH0757972B2 (en) * | 1988-05-26 | 1995-06-21 | 清水建設株式会社 | Truss structure |
CN2084077U (en) * | 1990-10-18 | 1991-09-04 | 郑孝群 | Projection platform in air |
JP2765790B2 (en) | 1992-12-16 | 1998-06-18 | 積水ハウス株式会社 | Construction method |
US5839239A (en) * | 1996-04-04 | 1998-11-24 | Jang; Byung K. | Apparatus and method for building construction |
CN2314026Y (en) * | 1997-04-25 | 1999-04-14 | 林振雄 | Improved structure of supporting frame of tent |
JPH11200631A (en) | 1998-01-19 | 1999-07-27 | Sekisui House Ltd | Building method for house |
US6431805B2 (en) * | 1999-08-20 | 2002-08-13 | Francis E. Lanciaux, Jr. | Attachable frame for lifting and moving a container |
US6389766B1 (en) * | 2000-03-02 | 2002-05-21 | Charles Paul Jackson | Device for increasing the strength of spanning structural lumber |
US6625827B1 (en) * | 2000-03-03 | 2003-09-30 | Finger Lakes Intellectual Property Llc | Universal tension spring support member for bed rails or bed frame |
DE20219126U1 (en) * | 2002-12-10 | 2004-04-15 | Liebherr-Werk Ehingen Gmbh | telescopic boom |
CN2853976Y (en) * | 2005-12-13 | 2007-01-03 | 北京市建筑工程研究院 | Jacket auto-lifting radial expansion structural hanging-up for hollow-shaped building construction |
-
2006
- 2006-12-15 JP JP2008544715A patent/JP4966977B2/en not_active Expired - Fee Related
- 2006-12-15 CN CN200680047314.0A patent/CN101341303B/en not_active Expired - Fee Related
- 2006-12-15 CA CA2632884A patent/CA2632884C/en not_active Expired - Fee Related
- 2006-12-15 WO PCT/AU2006/001917 patent/WO2007068064A1/en active Application Filing
- 2006-12-15 US US12/086,607 patent/US8944737B2/en not_active Expired - Fee Related
- 2006-12-15 NZ NZ568832A patent/NZ568832A/en not_active IP Right Cessation
- 2006-12-15 AU AU2006324306A patent/AU2006324306B2/en not_active Ceased
- 2006-12-15 EP EP06828025A patent/EP1960609A1/en not_active Withdrawn
-
2009
- 2009-07-06 HK HK09106075.6A patent/HK1126835A1/en not_active IP Right Cessation
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2540543A1 (en) * | 1983-02-03 | 1984-08-10 | Lotti Jacques | Method and device for lifting roofs for masonry heightening |
JPH10110544A (en) * | 1996-10-03 | 1998-04-28 | Kawasaki Heavy Ind Ltd | Demolition method and apparatus for building structure |
US6027295A (en) * | 1997-03-26 | 2000-02-22 | Carl Geppert | Lifting system for manufactured and mobile homes |
JPH11200502A (en) * | 1998-01-19 | 1999-07-27 | Sekisui House Ltd | Construction of house |
WO2003062559A1 (en) * | 2001-12-14 | 2003-07-31 | Bjarne Lofthus | A pivotable substructure for an elevatory jig |
WO2004065712A1 (en) * | 2003-01-23 | 2004-08-05 | The Mattamy Corporation | House lifting and lowering device |
FR2871184A1 (en) * | 2004-06-04 | 2005-12-09 | Sylvestro Scarpa | Construction e.g. residence, and pile type foundation corner support assembly for use during flood period, has construction made up of wood, and pile type foundation corner supports, where each support maintains fixed part of rising unit |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2216453A2 (en) | 2009-02-10 | 2010-08-11 | Patrik Johansson | Roof lifting device |
US9631379B2 (en) | 2013-10-16 | 2017-04-25 | Neil Joseph KOOT | Building construction method and lifting device |
WO2015112745A1 (en) * | 2014-01-22 | 2015-07-30 | 2Ndstoryplus, Llc | Method and apparatus for raising a structure |
US9637361B2 (en) | 2014-01-22 | 2017-05-02 | 2Ndstoryplus, Llc | Method and apparatus for raising a structure |
US10273129B2 (en) | 2014-01-22 | 2019-04-30 | 2Ndstoryplus, Llc | Method and apparatus for raising a structure |
CN104006272A (en) * | 2014-06-12 | 2014-08-27 | 济南信通特种车有限公司 | Single-stand-column foldable LED lifting screen |
Also Published As
Publication number | Publication date |
---|---|
NZ568832A (en) | 2011-06-30 |
CN101341303B (en) | 2013-07-10 |
AU2006324306B2 (en) | 2012-05-03 |
US8944737B2 (en) | 2015-02-03 |
EP1960609A1 (en) | 2008-08-27 |
US20110008135A1 (en) | 2011-01-13 |
HK1126835A1 (en) | 2009-09-11 |
CN101341303A (en) | 2009-01-07 |
JP4966977B2 (en) | 2012-07-04 |
AU2006324306A1 (en) | 2007-06-21 |
CA2632884A1 (en) | 2007-06-21 |
CA2632884C (en) | 2016-07-26 |
JP2009519386A (en) | 2009-05-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2006324306B2 (en) | Improved construction system, method and apparatus | |
US10563365B2 (en) | Articulating work platform support system, work platform system, and methods of use thereof | |
US6379085B1 (en) | Method and apparatus for relocating a structure from a first elevation to a second elevation | |
US6151851A (en) | Stackable support column system and method for multistory building construction | |
EP0358433B1 (en) | Construction apparatus and construction method | |
WO2015112745A1 (en) | Method and apparatus for raising a structure | |
US20130263549A1 (en) | Safety screen system for steel erection work | |
JPH06200625A (en) | Frame method of arch truss construction | |
US4782634A (en) | Building construction | |
CN209907886U (en) | Adjustable assembled stair construction platform | |
KR102199163B1 (en) | Appratus for lifting steel-frame structure and method therefor | |
CN117145268A (en) | Jig frame supporting system for steel structure sliding and steel structure construction method | |
KR20230012230A (en) | Lift car for installing deck plate and installing method of deck plate using the same | |
JP3271479B2 (en) | Construction method of warehouse equipment | |
CN118007971A (en) | Welding ball net frame jacking construction installation device | |
IE20180454A1 (en) | A modular roofing component | |
AU2017248411A1 (en) | Method for erecting a portal frame | |
JP2018145783A (en) | Pipe support bearing implement, bearing structure and bearing method | |
JPH06146591A (en) | Constructing method for building | |
KR19980026677A (en) | High structure construction method and device | |
JPH05330792A (en) | Lift-up crane | |
JPH0530949B2 (en) | ||
JP2008215012A (en) | Building construction method | |
JPH10292629A (en) | Method for constructing house | |
JPH0718252B2 (en) | Construction work platform for frame construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
WWE | Wipo information: entry into national phase |
Ref document number: 200680047314.0 Country of ref document: CN |
|
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
WWE | Wipo information: entry into national phase |
Ref document number: 568832 Country of ref document: NZ Ref document number: 2006324306 Country of ref document: AU |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2632884 Country of ref document: CA |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2006828025 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2008544715 Country of ref document: JP |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WWE | Wipo information: entry into national phase |
Ref document number: 5305/DELNP/2008 Country of ref document: IN |
|
ENP | Entry into the national phase |
Ref document number: 2006324306 Country of ref document: AU Date of ref document: 20061215 Kind code of ref document: A |
|
WWP | Wipo information: published in national office |
Ref document number: 2006324306 Country of ref document: AU |
|
WWP | Wipo information: published in national office |
Ref document number: 2006828025 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 12086607 Country of ref document: US |